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适应性恢复策略和性能退化建模,用于地震系统,在周期性干扰下增强弹性
Chang Zhou1, Chunni Han2, Chen Chai2
1School of Geological and Mining Engineering, Xinjiang University, Urumqi, Xinjiang, 830017, China; School of Resources and Geosciences, China University of Mining and Technology, Xuzhou, Jiangsu, 221116, China.
Journal of environmental management
|October 16, 2025
概括
本研究介绍了使用系统弹性理论来缓解山体滑坡的动态增强方法. 它优化了滑坡控制策略的安全性,成本和整个生命周期的可持续性,适应气候变化和工程影响.
科学领域:
- 地质技术工程 地质技术工程
- 适应气候变化 适应气候变化
- 系统弹性理论 系统弹性理论
背景情况:
- 气候变化和工程活动加剧了像山体滑坡这样的地质危险.
- 当前的滑坡减缓设计是刚性的,无法适应动态干扰和多目标要求.
- 需要适应性,整个生命周期的土地滑坡管理策略.
研究的目的:
- 提出基于系统弹性理论的多相动态增强优化方法,以缓解山体滑坡.
- 为各种滑坡类型建立时间依赖的性能方程和最佳的强化策略.
- 解决在周期性干扰下对滑坡稳定性评估的知识差距.
主要方法:
- 系统弹性理论应用于整个生命周期的山体滑坡管理.
- 在周期性干扰 (降雨,冰解) 下,切断强度的演变和阻力降解的分析.
- 开发不同滑坡类型的功能性表现方程和弹性演变模型.
主要成果:
- 一个系统功能弹性评估指标有效量化了乱下的山体滑坡性能.
- 开发了最佳的强化策略,显示了降低了山体滑坡灾难总成本,并改善了系统功能.
- 建立了经济损失和山体滑坡特征之间的初步经验关系.
结论:
- 弹性理论为气候敏感地区的适应性滑坡缓解提供了突破.
- 提出的方法为关键工程项目的弹性治理提供了理论和技术进步.
- 动态增强优化平衡了滑坡管理中的安全性,成本效益和可持续性.
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